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SEDCAD 4.0 <br />Culvert Inputs: <br />Culvert H -1 <br />Max. Entrance <br />Length (ft) - _ Slope ( %) Manning's n - Headwater -- -Taiiwater -(ft) Loss Coef. <br />_ - (Ke) - <br />170.00 2.00 0.0240 4.00 0.00 0.9( <br />Culvert Results: <br />Minimum pipe diameter: 1- 30 inch pipe(s) required <br />Detailed Performance Curves <br />Design Discharge = 23.73 cfs <br />Maximum Headwater = 4.00 ft <br />(BOLD indicates design pipe size) <br />Headwater <br />-eft) <br />Discharge <br />(cfs) <br />( 24 In) <br />= = .Discharge <br />_ _ (ds) <br />( 301n) <br />_ Discharge _ <br />_ (cfs)_ <br />( 36 in) _ -- <br />0.40 <br />1.07 <br />3.00 <br />1.33 <br />3.75 <br />1.59 <br />4.50 <br />0.80 <br />1.20 <br />5.51 <br />8.48_ <br />11.85 ry <br />-- -- - - -- ---- <br />13.57 <br />- 17.73 <br />18.50 <br />6.88 <br />10.59 <br />_ - 14.81 <br />- - - - -- <br />19.46 <br />24.53 - <br />26.46 <br />8.26 <br />12.71 <br />17.77 <br />23.36 <br />v 29.43 <br />35.96 ~ <br />1.60 <br />2.00 <br />-- - - - - -- - <br />2.40 <br />2.80 - <br />3.20 <br />3.60 <br />19.24 <br />32.19 <br />42.27 <br />4.00 <br />19.95 <br />- - - -- 20.64 <br />21.30 <br />21.95 <br />22.58 <br />23.19 <br />33.61 <br />34.86 <br />36.06 <br />37.23 <br />- 38.36 <br />39.46 <br />47.70 <br />52.59 <br />54.62 <br />56.52 <br />58.36 <br />60.14 <br />4.40 <br />4.80 <br />5.20 - <br />5.60 <br />6.00 <br />SEDCAD My Run <br />1 <br />Printed 11 -18 -2014 <br />TR -91 Exh. 8 -168 11/14 <br />